PMT16-00369 City of Menifee Permit No.: PMT16-00369
29714 HAUN RD.
"1SCC- A—> MENIFEE,CA 92586 Type: Residential Addition
MENIFEE Date Issued: 02/11/2016
PERMIT
Site Address: 25343 WATER WHEEL CT,MENIFEE, CA Parcel Number: 358422-007
92584 Construction Cost: $10,000.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 408 SQ FT SOLID ALUMAWOOD PATIO COVER W/ELECTRICAL 3 FANS,4 POSLIGHTS
Work:
Owner Contractor
RAL ESPINOZA TRADER DAN'S INC
25343 WATER WHEEL CT 840 S ROCHESTER AVE STE C
MENIFEE,CA 92584 ONTARIO,CA 91761
Applicant Phone:9093900555
DONALD DAUGBENBAUGH License Number.517575
TRADER DAN'S INC
840 S ROCHESTER AVE STE C
ONTARIO,CA 91761
Fee Description ,O�t Amount f51
Receptacle, Switch, Outlet&Fixture 7 146.00
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 2.00
General Plan Maintenance Fee-Building 1 6.65
$315.65
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractor's State License Law for
Professions code and my license is In full force and effect. the following reason:
License Class nse By my signature below I acknowledge that,except for my personal residence
Expires D Signature in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a stmcture that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
❑1 hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the fallowing website:
by Section 3700 of the Labor Code,for the performance of work for which www.Ie;dnfo.ca.gov/calaw.htmL permit is issued. ei
Policy#
Date
Wave and will maintain worker's compensation insurance,as required by PROPERTY OWN ER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the following:I am the property
this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this
number are: application and the information I have provided is correct.I agree to comply
Carrier T6 with all applicable city and county ordinances and state laws relating to
YY u building construction.I authorize representatives of this city or county to
Polity# &645'0003po0� Expires I 6 enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars 100)or less PROPERTY OWNER OR AUTHORIZED AGENT
certify that in the performance of the work for which this permit is issued,
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
worker's compensation laws of California,and agree that if I should became HAZARDOUS MATERIAL DECLARATION
subject to the worker's compensation provisions of Section 3700 of the Labor
Code,I shall f h ith c ly with those provisions. // Will the applicant or future building occupant handle hazardous material or a
Applicant Date Z �� a mixture containing a hazardous material equal to or greater that the
amounts spelt I"d on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS 0 Yes ❑ o
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality anagement District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guldelin
CONSTRUCTION LENDING AGENCY ❑Yes M o
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer bound. .school?
(section 3097 Civil Code) 0 Yes ❑
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that am exempt from the permitting checklist I understand my requirements under the State of
California Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)indicated below by the hazardous m repo i g
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 ❑yes o /
Business and Professions Code).Any city or county that requires a permit to
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNEAO AUTHORI DZE AGENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP)
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500), managers who do the g paint-disturbing work themselves or through their
❑1,as owner of the property,or my employee with wages as their sole employees.For more Information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800424-LEAD(5323).
Code,The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because:
❑1,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
SAFETY PERM IT/PLAN CHECK APPLICATION
Wenifee
DATE z // II G PERMIT/PLAN CHECK NUMBER
TYPE: O COMMERCIAL 40 ESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA OSIGN
SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW OPLUMBING O RE-ROOF-NUMBER OF SQUARES n
DESCRIPTION OF WORK Z/� 5C�/ Y,7v -Tie �UI'Y10�6�Om +16 CEf
6e&r-. 3 61 os�l,' his
PROJECTADDRESS .�C�LtI4.{}.{,I/G:'T�� C � Q
ASSESSOR'S PARCEL NUMBER T,7.�O�y�-�.' _I LOT -/`S TRACT
OWNER NAME +1N F5- 161
ADDRESS 2 5 5 6/3 b7 }fv lu�2{ C,4, qlz �8
PHONE q 4 of - ZZ 5 - 13 7 7 y EMAIL
APPLICANT NAME , ovv*d
ADDRESS Ovl3-MIO -J
PHONE EMAIL
CONTRACTOR'S NAME COarn S A) r OWNER BUILDER? O YES O NO
BUSINESS NAME
ADDRESS tjO S 00W6,51ktr ve- 0044()10 C'✓ �J/ 6
PHONE 6ED°l-3 -7-0 -031j J— EMAIL
CONTRACTOR'S STATE LIC NUMBER 5/�5 75 LICENSE CLASSIFICATION
VALUATION$ I o:000 Q FT clG$ L SQ FT J
APPLICANT'S SIGNATURE DATE 2- I 1STAFF USE
•
NLY
DEPARTMENT DISTRIBUTION �n �}�/�`j�� CITY OF M ES)LI SE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN W SMIP V �Ip 5!
INVOICE 31r ( PAID AMOUNT O
AMOUNT • O CASH O CHECK# CREDIT CARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT OCASH 0CHECK# 0 CREDIT CARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
OWNER j ; ,ZCL-
ADDRESS
CITY ZIPq'ZS PHONE 4�,M) zzc-)-7q 74
LOT NO. TRACT APN
CONTRACTOR LEDGER & TRACK
NSPECTION REQUIRED
ROOMS N' COVERS PROPOSED ROOMS
840 S ROCHESTER AVE #C
ONTARIO, CA 91761 12� x :tw '-;bkzA, -'n p
LIC. B-517575
909-390-0555
WORK COMP City of Menifee
ICW GROUP �(:0L' Sf 1i & Safety Dept,
WSA5000386-05
EXP6/1412015 FEB 1 1 2016
L4:%27(n 4 PGGE ived
t--lw,r NN 141 l 4
Tay Z' ` 4i�6
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CITY OF MENIFEE SSP� ��Z�
BUILDING AND SAFETY D PAR MENTC
PLAN APPROVAL dzflu--'
REVIEWED B
DATE
'Approval of these plans shall[rot br rrnstrue to b a permit for,or an
• 9
approval of,any violation of any prov! ions o(i a fe EMIo QE C4 _
regulations and ordinances. This set of approved plans must be kept on the
jobste until completion. STREET
t EVALUATION
c
ICC
e SERVICE
ICC-ES Evaluation Report ESR-1599
Reissued May 2015
This report is subject to renewal May 2016.
www.icc-es.orn 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION:07 00 00—THERMAL AND MOISTURE minimum tensile and yield strengths of the panel facings
PROTECTION are 22 ksi and 18 ksi (151.68 and 124.10 MPa),
Section: 07 41 13—Metal Roof Panels respectively. The aluminum has a 10-mil-thick (0.25 mm)
Section: 07 42 13—Metal Wall Panels polyester dry film base coat and a surface coating of baked
acrylic enamel on the exterior and interior facings. The
REPORT HOLDER: finished facing has a flame-spread index of 25 or less and
City o a smoke-developed index of 450 or less when tested in
ELITE ALUMINUM CORPORATION yt it City of Safetyfee accordance with ASTM E 84 (IRC)or UBC Standard B-1.
4650 LYONS TECHNOLOGY PA if Dept. 3.2.2 Panel Care: The foam plastic core of the panels is
COCONUT CREEK, FLORIDA 33073 expanded polystyrene (EPS) with a nominal density of 2
(800)535-4837 FEB 1 1 2016 pounds per cubic foot (32 kg/m3). The foam plastic core
www.elitealuminum.com has a flame-spread index of 25 or less and a smoke-
infofrDelitealuminum.com developed index of 450 or less when tested in accordance
EVALUATION SUBJECT Received foam
ASTM E B4 (IRC) or UBC Standard 8-1 (UBC). The
foam plastic complies as Type IX in accordance with
ELITE COMPOSITE STRUCTURAL PANELS ASTM C 578, and is described in Elite's quality
documentation.
1.0 EVALUATION SCOPE 3.2.3 Adhesives:
Compliance with the following codes: 3.2.3.1 Panel Laminating Adhesive: The facings are
■ 2012, 2009 and 2006 International Residential Code® factory-laminated to the panel core oath an adhesive as
(IRC) described in Elite's quality documentation.The adhesive is
classified as Type 11, Class 2, complying with the ICI}ES
■ 1997 Uniform Building Code'*'(UBC) Acceptance Criteria for Sandwich Panel Adhesives
Properties evaluated: (AC05).
■ Structural 3.2.3.2 Gypsum Wallboard Attachment Adhesive:
Liquid Nails Projects Construction (Model No. LN 601 or
■ Surface-buming characteristics LNP 601) adhesive is jobsite-applied and is used to bond
■ Roof classification the gypsum wallboard to the interior face of the wall
2.0 USES panels. The adhesive is a solvent elastomeric adhesive
manufactured by the Glidden Company. The weight of the
Elite Composite Structural Panels are intended for use as adhesive is 9.4 Ibs/gallon (1.13 kg/L). Shelf life is one year
load-bearing and nonload-bearing walls and roofs for patio when the adhesive is stored in original, unopened
covers complying with Appendix H of the IRC and UBC containers at a temperature between 40OF and 100OF (40C
Appendix Chapter 31, Division Ill. and 38°C).
3.0 DESCRIPTION 4.0 DESIGN AND INSTALLATION
3.1 General: 4.1 Allowable Loads:
Elite Composite Structural Panels are factory-assembled Allowable transverse loads for roof and wall panels are
laminated sandwich panels comprised of coated aluminum noted in Table 1. The roof panels must be selected based
facings with expanded polystyrene (EPS) foam plastic on a minimum allowable transverse live load of 10 psf
cores. Panels are 3, 3'12, 4 or 6 inches (76, 89, 102 or 152 (478.8 Pa) as permitted for patio covers under Appendix H
mm) thick, 48 inches (1219 mm) wide, and available in of the IRC and UBC Appendix Chapter 31, Division 111, or
various lengths. The longitudinal edges of the panels are the actual snow load, whichever is greater. The panels
designed to interlock with each other as shown in Figure 1, must be selected based on the design transverse wind
3.2 Materials: load determined in accordance oath ASCE 7, or Chapter
3.2.1 Panel Facings:The materials on both faces of the 16 of the UBC, as applicable.
panels are aluminum alloy 3105-H154, complying with the Calculations demonstrating adequacy of the roof and
specifications for aluminum alloy 3105-H14 in ASTM B 209 wall panel supports and connections for the imposed loads
H14, with base-metal thicknesses noted in Table 1. The must be furnished to the code official for approval.
CC E Ev 1uation Reports are rmt to be consVued as rapresennng nesthedcs or cry other otaYbutes not sp mfe.11y addressed nor are rbey to be eouttued
e on endorsement ofthe sabjeetafdm report or a rwommendadonfor its use-There Is no warren,by1CCEw/vo1on Service,rLC, espressorimpU4as
to onyfnetog aradrer matter in this report or es to any product coveredby the report.
Copyright 02015
Pagel of 3
ESR-1599 ( Most lMdelyAccepted and Trusted Page 2 of 3
The allowable axial load for wall panels used as bearing required on the interior side of the roof panels. The
walls and measuring at least 3 inches (76 mm) thick and distance from the panel seam of the roof panels to the
up to 8 feet(2438 mm) high is 1,120 pounds per linear foot interior face of the wall parallel to the seam must be a
(16 345 N/m) applied uniformly along the top of the wall minimum of 31.6 inches(800 mm).
equally to both panel facers.The interaction between axial 4.4 Fire Classification:
and transverse loads must satisfy the following equation:
The roof panels have a Class B roof classification when
W-P PP tested in accordance with ASTM E 108 (IRC), UL 790
W + 1120 1 or UBC Standard 15-2 (UBC). The maximum installed roof
slope for the Class B roof classification is 3:12
For SI: (25 percent).
5.0 CONDITIONS OF USE
WaP .+ PP < 1 The Elite Composite Structural Panels described in this
W 16345 report comply with, or are suitable alternatives to what is
specified in,those codes listed in Section 1.0 of this report,
where: subject to the following conditions:
W,p = Applied transverse load, psf(Pa). 5.1 The panels must be installed in accordance with the
manufacturer's published installation instructions and
W = Allowable transverse load from Table 1 based this report. In the event of a conflict between this
on maximum L/180 deflection, psf(Pa). report and the manufacturer's published installation
P,p = Applied axial load, pounds per foot(N/m). instructions,this report governs.
Use of wall and roof panels as bracing against lateral 5.2 The panels are limited to use in buildings where
wind or earthquake forces is outside the scope of this combustible construction is permitted.
evaluation report. 5.3 Panels must be limited to use as patio covers under
4.2 Installation: Appendix H of the IRC and Appendix Chapter 31,
Division III, of the UBC.
Installation must be in accordance with Elite's installation 5.4 Structural calculations demonstrating that applied
instructions and this report. This report and Elite's loads are less than the allowable loads must be
installation instructions must be available at the jobsite furnished to the code official for approval. The
at all times during installation. The minimum bearing width calculations shall be signed and sealed by a
of supports for roof and wall panels subjected to transverse registered design professional where required by the
loads is 3 /i inches (89 mm).As an alternate to restraining statutes of jurisdiction in which the project is to be
the roof panels subjected to wind uplift loads with a constructed.
3'/rinch-wide (89 mm) continuous support, the panels
must be fastened in accordance with Footnote 6 of 5.5 Use of wall and roof panels as bracing against lateral
Table 1. Base channels must be attached to structural wind or earthquake forces is outside the scope of this
supports using fasteners recognized for use with the report,and must be approved by the code official.
receiving material. Base channels must be designed to 5.6 The wall panels must be separated from the patio
resist the applicable forces in accordance with the code. cover structure interior by an approved thermal
The fastener spacing for the channel-to-panel connection barrier, such as minimum '/rinch-thick (12.7 mm)
must be designed and constructed in accordance with the gypsum wallboard installed as described in Section
applicable code. Wall panels must be supported by, and 4.3 of this report.
connected to, foundations designed and constructed in
accordance with the applicable code. The connection of 5.7 Panels are manufactured in Coconut Creek, Florida,
the wail panels to the roof panels must be designed to under a quality control program with inspections by
resist applicable loads in accordance with the code. [CC-ES.
Roof panels must be installed at a minimum slope of 5.8 EPS foam plastic cores are manufactured at the
inch (6A mm) per foot (2.08%). The wall and roof panels Ormond Beach, Florida, facility of Imperial Foam and
must be interlocked. Openings in wall panels are outside Insulation,with inspections by ICC-ES.
the scope of this report. 6.0 EVIDENCE SUBMITTED
4.3 Thermal Barrier: 6.1 Data in accordance with the [CC-ES Acceptance
A thermal barrier consisting of %-inch-thick (12.7 mm) Criteria for Sandwich Panels (AC04), dated February
gypsum wallboard complying with ASTM C 36 or ASTM C 2012.
1396 must be attached to the interior face of the wall 6.2 Data in accordance with the ICC-ES Acceptance
panels using '/� inch-wide (6.4 mm) beads of the Liquid Criteria for Foam Plastic Insulation (AC12), dated
Nails adhesive, applied to the gypsum wallboard in a June 2012.
zigzag pattern in rows 24 inches (610 mm) on center and 0 IDENTIFICATION
1 inch (25.4 mm) from edges. The gypsum board must
also be fastened onto the aluminum facing of the panels Each panel is labeled with the Elite Aluminum Corporation
with No. 6 by 1-inch-long (25.4 mm), Type S gypsum name and address,the product name,the production date,
wallboard screws spaced 12 inches (305 mm) on center in the evaluation report number(ESR-1599), the name of the
rows along the perimeter of the gypsum wallboard and inspection agency (ICC-ES), and a statement indicating
intermediate rows at 24 inches (610 mm) on center. A 'For Use in One-and Two-Family Dwellings only.,
thermal barrier, as required by the applicable code, is not
ESR-1599 1 Most VVIdetyAccepted and Trusted Page 3 of 3
TABLE 1—SPAN LENGTHS OF ROOF AND WALL PANELS IN FLATWISE BENDING(feet-inch)
SPAN LENGTH L(feet-=9-7
PANEL PANEL BASE METAL d=U720' 6=U180° L/240°
THICKNESS WEIGHT THICKNESS UNIFORM ALLOWABLE LOAD, UNIFORM ALLOWABLELOWABLE LOAD,(inches) RWD psf)] (inch) W'` W�' W s
(psf) (psf) (psf)
10' 2D 30 40 10 20 30 30 40
3 12 0.024 18-0 12-9 10.9 9-3 149 11-4 9-7 0 8-6 7-B
0.032 - 14-5 12-4 10-7 16-0 12-4 10-41 9-7 8-0
3% 1.3 0.024 10-0 - 12-6 10-8 9-6 - 11-7 9-6 8-7
0.032 - - 13-4 11-6 - 13-9 12-5 10-8 - 12-0 10-3 9-0
4 1.4 0.024 21-4 15-1 12-4 10-8 17-10 13-10 11-9 10-0 16-0 - 12-4 107 9-6
0.032 22-0 17-4 14-3 12-3 19-6 15-0 12-10 11-3 17-4 13-4 11-3 9-11
6 1.7 0.024 24-0 18-6 14-2 13-1 23-6 18-7 15-11 14-1 21-0 16-9 142 12$
0.032 25-0 21-4 17-6 15-1 24-0 20-0 1 17-0 15-1 22-6 18-0 15-8 13-4
For SI: 1 inch=25.4 mm, 1 foot-304.8 mm. 1 psf=48 Pa.
'Tabulated spans are based on simple span conditions and uniform load application.Consideration must be given for nonuniform loading conditions.
Load bearing wall panels are limited to a maximum 8 foot height
°'The values limited by stress(listed under column U120)are span lengths measured center-to-center of bearings.
Span length values to the right of the bold vertical line are governed by deflection U180 or 1-I240.The values governed by deflection are clear
span lengths and are based on the applied load.psf.Add approximately 2 inches to these values to obtain center-to-center bearing span lengths,
'The uniform applied(superimposed)loads(WL)must include dead loads(other than panel weight), live load,wind loads or combinations of these
loads that are perpendicular to the plane of the panels.
'As an alternate to restraining the roof panels subjected to wind uplift loads with a 3.5-inch vide continuous support,the panels may be installed
with fasteners spaced to accordance with Table 2 of this report The fastener must be 144nch diameter with a 1.5-Inch diameter wash er. The
fastener spacing in Table 2 must be selected based on the allowable span determined in Table 1. For example having a 10 foot span at 40 psf uniform load,will be 6 inches. ,the fastener spacing fora panel
TABLE 2—FASTENER SPACING
Screw Spacing(inches)
Sp
ft'n Applied Allowable Uplift Load(psf)
(ft 10 20 30 40 _F ":IFI'• `L li y'. i•: F+.'ll.
5 12 12
6 12 12 10 7
7 12 128 12
9 7
9 12 12 g 6 aL... T n n•. r,::. .+_.r •:£r=->c::ust'J
10 12 12 8 6
12
12 12 11 7 5 ° - - • •
13 12 70 7 5
-
14 12 70 6 5 - - _
15 12 g 6 4
16 12 9 6 4LL F ..•.iFD .at.:. I,. F- li _ —�
17 12 9 5 4
18 12 8 5 4
19 12 6 5 4
20 12 B 5 3 1111._ LE•...1v:i• ,': '!.1 n;.a. rt•n l �.. e,r,=L
21 12 7 5 3
22 12 7 4 3 FIGURE 1
23 12 7 4 3
24 12 6 4 3
25 12 6 4 3
For SI:1 inch=25.4 mm; 1 foot--305 mm; 1 psf-"48 Pa.